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ARCHIVED REPORTS_2006_23
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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AUSTIN
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4400 - Solid Waste Program
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PR0440005
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ARCHIVED REPORTS_2006_23
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Entry Properties
Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_23
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2006_23.tif
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EHD - Public
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n <br />04/20/2006 14:36 661-835-0920 <br />Back Up Rings <br />Nom SD <br />KELLY PIPE CO., LLC. <br />Pipe <br />R <br />Range <br />UD <br />Boll <br />QIY- Boll H <br />plate <br />2.50 2.10 <br />1.4 <br />Circle <br />Bolts Ala. <br />1 <br />7.11 <br />4.25 <br />3.13 <br />4 .63 <br />11/2 <br />7-11 <br />5.00 <br />3.88 <br />4 .63 <br />2 <br />7-32.5 <br />6 <br />4.75 <br />4 .75 <br />3 <br />7-32.5 <br />7.5 <br />6.00 <br />4 .75 <br />.4 <br />7.32.5 <br />9 <br />7.50 <br />8 .75 <br />6 <br />7.7.3 <br />11 <br />9.40 <br />8 .875 <br />6 <br />9.32.5 <br />11 <br />9.50 <br />8 ,875 <br />8 <br />7.9 <br />13.5 <br />-- <br />11.75 <br />8 .875 <br />8 <br />11-32.5 <br />13.5 <br />11,75 <br />8 .873 <br />10 <br />1-9 <br />16 <br />14.25 <br />12 1.000 <br />10 <br />11-3 2.5 <br />16 <br />14.25 <br />12 1.000 <br />12 <br />7-9 <br />19 <br />17.00 <br />12 1.000 <br />12 <br />1132.5 <br />19 <br />17.00 <br />12 1.000 <br />14 <br />7-9 <br />21 <br />18.75 <br />12 1,125 <br />67 <br />11 <br />21 21 <br />18.75 <br />12 1.125 <br />f14 <br />t6 <br />11-17 <br />23.5 <br />21.25 <br />16 1.125 <br />is <br />21-32.5 <br />7.3.5 <br />21,25 <br />16 1.125 <br />18 <br />11-17 <br />25 <br />22.75 <br />16 1.250 <br />18 <br />21.32.5 <br />25 <br />22.75 <br />16 1.7.50 <br />20 <br />11.17 <br />27.5 <br />25.00 <br />7.0 i.2S0 <br />7.0 <br />21.32.5 <br />27.9 <br />25.00 <br />20 1.250 <br />27. <br />11.17 <br />32 <br />(1) 29.50 <br />20 1.375 <br />22 <br />21-32.5 <br />32 <br />(1) 29.50 <br />20 1.375 <br />24 <br />11-17 <br />32 <br />29.50 <br />20 1.375 <br />74 <br />21.3215 <br />32 <br />7.9.50 <br />7.0 1.375 <br />28 <br />17.21 <br />36.5 <br />34.00 <br />28 1.375 <br />28 <br />26.32.5 <br />36.5 <br />34.00 <br />28 _ 1.375. <br />30 <br />17.21 <br />38.75 <br />36.00 <br />28 7.375 <br />30 <br />26.32.5 <br />38.75 <br />36.00 <br />28 1,375 <br />32 <br />17-21 <br />41.75 <br />38.50 <br />28 1.67.5 <br />32 <br />26.32.5 <br />41.75 <br />38.50 <br />28 1.625 <br />36 <br />17.21 <br />46 <br />42.75 <br />32 1.625 <br />36 <br />26.32.5 <br />46 <br />42.75 <br />32 1.67.5 <br />42 <br />21-26 <br />53 <br />49.50 <br />36 1.6x.5 <br />42 <br />32.5 <br />53 <br />49.50 <br />36 1.625 <br />46 <br />7.6 <br />59.5 <br />56.00 <br />44 1,625 <br />48 <br />:. <br />32.5 <br />59.5 <br />56.00 <br />44 1.625 <br />54 <br />26 <br />66.25 <br />62.75 <br />44 1-875 <br />NOT@S; <br />PAGE 10 <br />ole (2) belt I.g. <br />WI. <br />l.bs. <br />font. Plate <br />Cony. <br />plate <br />2.50 2.10 <br />1.4 <br />4 <br />2.75 2.75 <br />2.0 <br />3'/ 3% <br />2.5 <br />5 <br />4 4 <br />4% 41d <br />5.3 <br />14 <br />5% 6 <br />7.3 <br />21 <br />5 5% <br />7.3 <br />21 <br />6 7 <br />1111 <br />34 <br />59 4% <br />11.1 <br />16 <br />7K 8'/. <br />18.0 <br />44 <br />6'/ 5K <br />18.0 <br />20 <br />814 9� <br />24.1 <br />72 <br />6'/ 6 <br />24.1 <br />33 <br />91A 109 <br />29.5 <br />92 <br />7% 6'/ <br />^79 <br />29.5 <br />46 <br />8144 <br />36.6 <br />59 <br />8% G'/ <br />36.6 <br />41 <br />9% 8% <br />46 <br />64 <br />7% 5% <br />46 <br />47, <br />9Y 8Y, <br />58.4 <br />80 <br />79 5'/ <br />58.4 <br />49 <br />1o% g% <br />68.8 <br />131 <br />7% 514 <br />68.8 <br />83 <br />11 9'/ <br />75.6 <br />112 <br />81x 7 <br />75.6 <br />67 <br />9% <br />110.9 <br />94 <br />8% 6'/, <br />110.9 <br />94 <br />11% 9 <br />106.7 <br />103 <br />8'/. 6M <br />106.7 <br />103 <br />12 9% <br />77.7,9 <br />730 <br />9% 7 <br />727.9 <br />130 <br />119 93 <br />155.4 <br />156 <br />9'4 711 <br />155.4 <br />15G <br />11K 9% <br />190.7 <br />727 <br />9q 7% <br />190.7 <br />227 <br />12 10Y <br />250.2 <br />292 <br />11 K 8% <br />25b.2 <br />292 <br />N/A 10Y. <br />N/A <br />377 <br />diam <br />2. Bolt Leingtth 2iX Ring <br />End Flater is nge Thickness circle! poll. steel <br />ole. �larncter (ate iq Nut Allowance + <br />3. All lengths arc rounded to the next 1/4^; } 2X Back-up Ring Thickness, <br />31 <br />
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